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Perencanaan Desain Gambar Pembangunan Meunasah Al-Istiqamah Suak Ribee Sebagai Upaya Menciptakan Tempat Ibadah yang Berseri Marbun, Mahmudin; Farizal, Teuku; Ali, Syurkarni; Zulyaden, Zulyaden
Jurnal Pengabdian Masyarakat: Darma Bakti Teuku Umar Vol 3, No 2 (2021): Juli-Desember
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/baktiku.v3i2.3989

Abstract

Building design is one of the right ways of the building which get the hope of the comfortable building, radiant building and it’ ll have get peaced on it, The right step begins in the design. of the building. Meunasah Al – Istiqamah, is a place of worship for the people’s residents of Dusun 3 Suak Ribee. Which Earthquake-prone areas, in the implementation of development are highly recommended to refer to building standardization, especially SNI. 1726-2013 and The reinforced concrete standardization refers to SNI 2847:2013. The method of implementing community service activities (PKM) is carried out for 3 (three) months. This PkM wants to be fostered in the process of building Meunasah Al Istiqamah accordance with of the community hopeness and the outcomes of building construction according to the required standards. Provide understanding to the community and workers with work methods in accordance with technical specifications for buildings, referring to existing standards, assisting communities in accommodating the amount of development costs in accordance with the specified design. The desired output for the surrounding community is the occurrence of a community culture to build according to technical specifications, planning the construction of public facilities exactly according to the plan. The results obtained are that the design has been carried out by producing both 2D and 3D design drawings with the concept of the comfortable buildings
Analysis Of Project Success Inhibition Factors Zulyaden Zulyaden; Rinaldy Rinaldy
International Journal of Engineering, Science and Information Technology Vol 1, No 1 (2021)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (799.272 KB) | DOI: 10.52088/ijesty.v1i1.208

Abstract

In the implementation of activities we often find what is called a project. The project is an activity that must be completed in accordance with the specified target and time, so that the project can be regarded as a success in project implementation. One of the projects in ques-tion is the construction project. Construction projects in their implementation we often encounter various kinds of problems that arise from the elements involved in them, so this can hamper the success of a project that is being implemented. One problem that arises from the contractor factor and contract specification. The purpose of this study is to find out one of the main inhibiting factors in the successful implementation of construction projects in Aceh Province. Classification of construction services for respondents is all construction ser-vices from the middle class (M) to large classes (B). The data obtained the total population of construction services as many as 508 con-tactors from observations of projects that have been completed from 2010-2015 with funds from the Aceh Budget (APBA). By using the Slovin formula a total sample of 84 contractors was found. The method used in this study is a combined method, namely qualitative and quantitative methods through questionnaires. The independent variables reviewed are the contractor factor and the contract specification factor while the dependent variable is the success of the project. For statistical analysis the data process is done by using validity and reliability tests, while analyzing the data is done by using multiple linear regression with the help of Product Solution and Service Statis-tics (SPSS) version 22. The results of the study indicate that the contractor factor is one of the main inhibiting factors in the successful implementation of the project in Aceh Province.
Analisis Produktivitas Alat Berat Pada Pekerjaan Timbunan Dian Febrianti; Zulyaden Zulyaden
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 4, No 1 (2018): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (93.578 KB) | DOI: 10.35308/jts-utu.v4i1.586

Abstract

Heavy equipment plays an important role in terms of speed and acceleration of work. The road improvement project of Suka Makmue Square - the eastern ring road of capital of phase II, funding from OTSUS budget of Nagan Raya Regency with project cost Rp.3.922.503.000, - road length 2475 m The work followed is preferred heap work, B-class aggregate foundation layers, class A aggregate foundation layers. This research uses heavy equipment dump trucks, motor graders, roller vibrators, water tanker trucks. The purpose of the research is to know the productivity of heavy equipment and to know the time needed by heavy equipment to complete the work. The method used is the calculation method manually using the formula productivity. Based on the calculation of productivity at occupation of accumulation using dump truck production per hour 32,4 m/hour, production per day 259.2 m/day with 11 days, 6 days class B class aggregate work, 4 days class A class aggregate work, motor grader production hourly 128,3 m /hour, production per day 1026,43 m3/day with time 3 day, 2 days class B class aggregate work, 1 day class A class aggregate work, vibrator roller production hourly 64,8 m3/hour, production per day 518,4 m3/day with time 6 days, 3 days class aggregate layer work B , 2 days class A class aggregate work, water tankers truck production per hour 16.2 m3/hour, production per day 129,6 m3/day with 21 days, 11 days class B aggregate work, 8 days class A class aggregate work  Keywords-productivity, heavy equipment, time of work.
PRODUK INOVASI MIE KELOR (MORINGA OLEIFERA) SEBAGAI UPAYA PENCEGAHAN STUNTING DESA BABUL MAKMUR, KECAMATAN SIMEULUE BARAT, KABUPATEN SIMEULUE Yulia Novita; Teuku Athaillah; Hasanuddin Husin; Mahmudin Marbun; Zulyaden Zulyaden
Jurnal Abdimas Bina Bangsa Vol. 3 No. 1 (2022): Jurnal Abdimas Bina Bangsa
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (490.856 KB) | DOI: 10.46306/jabb.v3i1.193

Abstract

Village Babul Makmur, districts Simeulue Barat, district Simeulue is one of the expansion villages. The community already has adequate health knowledge, but the villagers Babul Makmur this has not paid attention to the problem of nutritional intake due to lack of knowledge and economic problems. Therefore, Moringa leaf as a plant resource that is quite easy and often found in this region can be one of the raw material for innovative producers in an effort to prevent stunting and fulfill nutrition for pregnant women and children.Moringa leaves are processed into Moringa noodles which are made from Moringa leaves which contain high nutrients, especially protein and calcium. The partners of this activity are the village community Babul Makmur.The processing of Moringa noodle innovation products is carried out through several methods, namely (1) production training; (2) assistance in making Moringa Noodles made from Moringa leaves until Moringa leaf Noodles are produced; (3) distribution of Moringa leaf noodles to the community, especially mothers and children.In general, this activity is quite good in helping the problems faced by the village community Babul makmur, namely to fulfill nutritional intake so as to avoid stunting problems. Abstract A maximum of 150 Indonesian words printed in italics with Cambria 10 point. The abstract should be clear, descriptive and should provide a brief overview of community service issues undertaken / researched. Abstracts include reasons for the selection of topics or the importance of research topics / community service, methods of research / devotion and outcome summary. The abstract should end with a comment about the importance of the result or a brief conclusion
Kajian Ulang Perencanaan Geometrik Simpang Simpang Tak Bersinyal Berdasarkan Highway Capacity Manual Bambang Tripoli; Dian Febrianti; Edi Mawardi; Zulyaden Zulyaden; Supriadi Supriadi
Tameh: Journal of Civil Engineering Vol 10 No 2 (2021): December
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (909.512 KB) | DOI: 10.37598/tameh.v10i2.162

Abstract

Simpang Empat Jeuram Nagan Raya sering disebutkan oleh masyarakat setempat ”Simpang Peut” merupakan jalur utama jalan arteri kota melayani pergerakan lalu lintas antar kabupaten atau antar provinsi, yang berada di Kecamatan Kuala Kabupaten Nagan Raya. Simpang tersebut memiliki empat lengan, melayani arus 4 lajur jalan utama bermedian dan 2 lajur jalan minor menghubungkan jalur arah perkantoran, perumahan penduduk, perdagangan dan sebagai jalur menuju ke pusat kota. Permasalahan diangkat dan juga menjadi tujuan penelitian bagaimana kinerja persimpangan terhadap volume lalu lintas terjadi di empat lengan dan membedakan selisih perhitungan sekarang terhadap penelitian terdahulu. Batasan pembahasan yakni lokasi penelitian di Simpang Empat Jeuram, kinerja simpang berdasarkan metode HCM 1993, hambatan samping dan tidak memperkirakan penelitian terdahulu. Berdasarkan hasil, volume arus yang terjadi 3.310 smp/jam dengan komposisi arus kendaraan 2.789 smp/jam. Kapasitas 4.009 smp/jam berada diatas volume yang ada dikategorikan tidak macet atau tidak jenuh. Hambatan samping 1.328 kejadian dikategorikan daerah niaga dan aktivitas pasar sisi jalan sangat tinggi. Derajat kejenuhan 0.70 < DS (DS < 0.80 - 0.90) dengan rata-rata delay 7.95 detik/smp dan panjang antrian 40% - 20% dengan tingkat pelayanan D dimana arus tidak stabil dan kadang harus memperlambat kecepatan 43 km/jam. Terkait penelitian terdahulu menunjukkan hasil signifikan, karena peningkatan kendaraan terus meningkat 75% dalam kurun waktu 3 tahun terakhir.
METODE PELAKSANAAN PEKERJAAN SALURAN IRIGASI SEKUNDER D.I SIGULAI KABUPATEN SIMEULUE (MYC) Susi Purnama Sari; Zulyaden Zulyaden
KOLONI Vol. 1 No. 4 (2022): DESEMBER 2022
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (476.641 KB) | DOI: 10.31004/koloni.v1i4.319

Abstract

In civil engineering work, a method must be needed in carrying out work in a project. In the work of air structures such as irrigation buildings, it is very necessary to carry out work in the field according to what has been planned. In the construction of irrigation networks there are earthworks which are the land where the pavement is built, which consists of soil, soil stockpiles, heavy equipment which are important factors in projects, especially large-scale construction projects, project management and implementation work plans, quality and quantity of materials used. will be used. The method of carrying out the work of the Sigulai secondary irrigation channel, which discusses the implementation of the survey. The research survey was conducted at D.I Sigulai which is in West Simeulue, Simeulue Regency. In the implementation of secondary irrigation canal work, survey work is carried out in seven months using theodolite, Waterpass, Meter, Compass, Clinometer, and Total Station. This study uses two data, the first is primary data which is the result of measurements and surveys, namely, coordinate data for the location of irrigation buildings and data which includes: area of ​​irrigation areas, maps of Sigulai irrigation areas, irrigation network schemes and irrigation building schemes obtained from Banda Aceh Water Service. The research results obtained that in the manufacture of secondary irrigation canals and auxiliary buildings there is a method of carrying out the work which consists of: Execution of ordinary earthworks, ordinary soil embankments, concrete layers, and concrete work floors is carried out using heavy equipment and the work of workers in their work, which is carried out during 24 (twenty four) months and the execution of complementary building works consisting of ordinary earthworks, concrete work floors, formwork, reinforcement, installation of river stones, plastering, and broadcasting is carried out using heavy equipment and laborers in the work, which is carried out for 10 (twenty four) months ten) months. Keywords: secondary, sigulai, Theodolite, Waterpass, Meter, Compass, Banda Aceh, simeulue
Study of Deep Water Needs For the Development of Irrigation Network in Sigulai Village, Simeulue Regency Hani Fadlina; Dian Febrianti; Zulyaden Zulyaden
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8, No 1 (2023): MARCH
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.989

Abstract

The irrigation area in Sigulai Village is a rain-fed rice field whose irrigation water depends on rainwater and mountains. So that during the dry season, the rice fields cannot be planted due to a lack of water availability. The purpose of this analysis is to determine the need for deep water for the construction of irrigation networks, the capacity of the pumps used and to analyze the rotation of the water supply to each paddy field. The results showed that the irrigation network in Sigulai Village, Simeulue Regency had 1 water pump to irrigate the rice fields. The irrigated rice fields are located on the back (back) of the technical irrigation network in Sigulai Village, Simeulue Regency, so that even though there is a technical irrigation network, irrigation water has not been able to reach all of the rice fields because the rice field elevation is higher than the canal elevation. The amount of water needed for one harvest is 22,809,600 M3/one harvest for a paddy field area of 42 Ha (rice, horticulture, crops). The time required for pump operation to irrigate 42 hectares of rice fields is 23 hours 45 minutes/day with a pump capacity of 8000 (ltr/hour)
Study of Deep Water Needs For the Development of Irrigation Network in Sigulai Village, Simeulue Regency Hani Fadlina; Dian Febrianti; Zulyaden Zulyaden
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8 No 1 (2023): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.989

Abstract

The irrigation area in Sigulai Village is a rain-fed rice field whose irrigation water depends on rainwater and mountains. So that during the dry season, the rice fields cannot be planted due to a lack of water availability. The purpose of this analysis is to determine the need for deep water for the construction of irrigation networks, the capacity of the pumps used and to analyze the rotation of the water supply to each paddy field. The results showed that the irrigation network in Sigulai Village, Simeulue Regency had 1 water pump to irrigate the rice fields. The irrigated rice fields are located on the back (back) of the technical irrigation network in Sigulai Village, Simeulue Regency, so that even though there is a technical irrigation network, irrigation water has not been able to reach all of the rice fields because the rice field elevation is higher than the canal elevation. The amount of water needed for one harvest is 22,809,600 M3/one harvest for a paddy field area of 42 Ha (rice, horticulture, crops). The time required for pump operation to irrigate 42 hectares of rice fields is 23 hours 45 minutes/day with a pump capacity of 8000 (ltr/hour)
METODE PELAKSANAAN PEKERJAAN SALURAN IRIGASI SEKUNDER D.I SIGULAI KABUPATEN SIMEULUE (MYC) Susi Purnama Sari; Zulyaden Zulyaden
KOLONI Vol. 1 No. 4 (2022): DESEMBER 2022
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/koloni.v1i4.319

Abstract

In civil engineering work, a method must be needed in carrying out work in a project. In the work of air structures such as irrigation buildings, it is very necessary to carry out work in the field according to what has been planned. In the construction of irrigation networks there are earthworks which are the land where the pavement is built, which consists of soil, soil stockpiles, heavy equipment which are important factors in projects, especially large-scale construction projects, project management and implementation work plans, quality and quantity of materials used. will be used. The method of carrying out the work of the Sigulai secondary irrigation channel, which discusses the implementation of the survey. The research survey was conducted at D.I Sigulai which is in West Simeulue, Simeulue Regency. In the implementation of secondary irrigation canal work, survey work is carried out in seven months using theodolite, Waterpass, Meter, Compass, Clinometer, and Total Station. This study uses two data, the first is primary data which is the result of measurements and surveys, namely, coordinate data for the location of irrigation buildings and data which includes: area of ​​irrigation areas, maps of Sigulai irrigation areas, irrigation network schemes and irrigation building schemes obtained from Banda Aceh Water Service. The research results obtained that in the manufacture of secondary irrigation canals and auxiliary buildings there is a method of carrying out the work which consists of: Execution of ordinary earthworks, ordinary soil embankments, concrete layers, and concrete work floors is carried out using heavy equipment and the work of workers in their work, which is carried out during 24 (twenty four) months and the execution of complementary building works consisting of ordinary earthworks, concrete work floors, formwork, reinforcement, installation of river stones, plastering, and broadcasting is carried out using heavy equipment and laborers in the work, which is carried out for 10 (twenty four) months ten) months. Keywords: secondary, sigulai, Theodolite, Waterpass, Meter, Compass, Banda Aceh, simeulue
Penguatan Kapasitas Perangkat Gampong Cot Lampise Melalui Pelatihan Microsoft Office Dalam Meningkatkan Keterampilan Administrasi Surat Menyurat Zulyaden Zulyaden; Teuku Farizal; Azhar Azhar; Mahmuddin Mahmuddin; Rinaldy Rinaldy; Rita Fazlina; Zakir Husin; Bambang Tripoli; Veranita Veranita; Maidi Saputra; Zuhrami DE Zuhrami DE
Joong-Ki : Jurnal Pengabdian Masyarakat Vol. 2 No. 2: Mei 2023
Publisher : CV. Ulil Albab Corp

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56799/joongki.v2i2.1631

Abstract

Perangkat komputer dalam berbagai bidang pada masa sekarang tidak dapat dihindari lagi dari setiap aktiftas dalam bidang surat menyurat dan lain lain. Terlebih pada dunia kerja, maka sudah searusna pemanfaatan komputer menjadi satu hal yang sangat krusial. Tujuan kegiatan pengabdian masyarakat yang dilaksanakan adalah untuk memberikan pembekalan pengetahuan kepada para pegawai dan perangkat gampong Cot Lampise dalam rangka pemanfaatan teknologi informasi dan pengetahuan dasar tentang aplikasi Microsoft Office dengan sederhana namun tepat guna. Pelatihan ini akan menyajikan pengenalan berbagai fungsi dan cara kerja bagaimana mengoperasikan sistem operasi Windows sebagaimana yang terinstal dalam perangkat komputer yang tersedia dan program aplikasi Microsoft Office Word 2010, Microsoft Office PowerPoint 2010 dan Microsoft Office Excel 20010. Software-software ini merupakan program yang paling umum digunakan oleh setiap instansi pemerintah maupun swasta. Metode yang dipakai dalam kegiatan Pengabdian pada Masyarakat ini adalah metode ceramah penyuluhan dan praktek Pelatihan Pengoperasian Mixrosoft Office dengan dilengkapi alat bantu LCD Proyektor. evaluasi diperoleh hasil dan manfaat dari kegiatan pengabdian ini diantaranya adalah meningkatkan keterampilan dan pengetahuan dalam mengintegrasikan teknologi informasi sebagai pengembangan ilmu yang dapat diterapkan dalam pekerjaan sehari-hari. Kegiatan pengabdian ini berjalan dengan lancar, karena berbagai pendukung terutama partisipasi peserta yang cukup antusias dan berpartisipasi aktif dalam kegiatan lokakarya ini.